Bridge Statistics for Saw Creek, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 56ft / 17.3mTotal length
- $508,000Total costs
- 15,356Total average daily traffic
- 1,127Total average daily truck traffic
- 22,418Total future (year 1997) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Saw Creek
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 41940-1949
- 21950-1959
- 11980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 11.1%Good
- 22.2%Satisfactory
- 22.2%Fair
- 22.2%Poor
- 11.1%Serious
- Bridge Condition - Superstructure
- 20.0%Very good
- 10.0%Satisfactory
- 30.0%Fair
- 30.0%Poor
- 10.0%Serious
- Bridge Condition - Substructure
- 20.0%Good
- 60.0%Satisfactory
- 10.0%Fair
- 10.0%Serious
- Bridge Condition - Channel
- 27.3%Good
- 27.3%Satisfactory
- 45.5%Fair
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Structure Number: 26935, Location: TOM X ROAD (Lat: 41.071675, Lng: -75.097242), Route carried "on" structure: State highway , Year Built: 1949, Year Reconstructed: 2017, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,381 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,727 (year 2032), Design Load: HL 93, Features Intersected: LONGSHORE CREEK, Facility Carried by Structure: SR 1009(LR 45014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26935, Location: TOM X ROAD (Lat: 41.071675, Lng: -75.097242), Route carried "on" structure: State highway , Year Built: 1949, Year Reconstructed: 2017, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,381 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,727 (year 2032), Design Load: HL 93, Features Intersected: LONGSHORE CREEK, Facility Carried by Structure: SR 1009(LR 45014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26942, Location: SELLERSVILLE DRIVE (Lat: 41.069689, Lng: -75.092017), Route carried "on" structure: State highway , Year Built: 1949, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 829 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,787 (year 2032), Design Load: HS 20, Features Intersected: LONGSHORE CREEK, Facility Carried by Structure: SR 1016(LR 45014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Open Grating
Structure Number: 26942, Location: SELLERSVILLE DRIVE (Lat: 41.069689, Lng: -75.092017), Route carried "on" structure: State highway , Year Built: 1949, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 829 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,787 (year 2032), Design Load: HS 20, Features Intersected: LONGSHORE CREEK, Facility Carried by Structure: SR 1016(LR 45014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Open Grating
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Structure Number: 26943, Location: LOWER LAKE VIEW DRIVE (Lat: 41.069819, Lng: -75.090397), Route carried "on" structure: State highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 829 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,787 (year 2032), Design Load: HS 20, Features Intersected: LONGSHORE CREEK, Facility Carried by Structure: SR 1016(LR 45014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Open Grating
Structure Number: 26943, Location: LOWER LAKE VIEW DRIVE (Lat: 41.069819, Lng: -75.090397), Route carried "on" structure: State highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 829 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,787 (year 2032), Design Load: HS 20, Features Intersected: LONGSHORE CREEK, Facility Carried by Structure: SR 1016(LR 45014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Open Grating
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Structure Number: 26944, Location: LOWER LAKE VIEW DRIVE (Lat: 41.068569, Lng: -75.087339), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 829 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,787 (year 2032), Design Load: HS 20, Features Intersected: LONGSHORE CREEK, Facility Carried by Structure: SR 1016(LR 45014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Open Grating
Structure Number: 26944, Location: LOWER LAKE VIEW DRIVE (Lat: 41.068569, Lng: -75.087339), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 829 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,787 (year 2032), Design Load: HS 20, Features Intersected: LONGSHORE CREEK, Facility Carried by Structure: SR 1016(LR 45014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Open Grating
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Structure Number: 271, Location: SHOEMAKERS (Lat: 41.076983, Lng: -75.025953), Route carried "on" structure: City street T515, Year Built: 1934, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 450 (year 1977), Truck Traffic: 1%, Average Future Daily Traffic: 630 (year 1997), Design Load: HS 20, Features Intersected: SAND HILL CREEK, Facility Carried by Structure: RIVER RD (T-515)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 271, Location: SHOEMAKERS (Lat: 41.076983, Lng: -75.025953), Route carried "on" structure: City street T515, Year Built: 1934, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 450 (year 1977), Truck Traffic: 1%, Average Future Daily Traffic: 630 (year 1997), Design Load: HS 20, Features Intersected: SAND HILL CREEK, Facility Carried by Structure: RIVER RD (T-515)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29888, Location: PORTER TWP .2 M N SR 2004 (Lat: 41.141433, Lng: -75.082722), Route carried "on" structure: State highway 402, Year Built: 1932, Year Reconstructed: 1980, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,544 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,113 (year 2032), Design Load: H 20, Features Intersected: PICKEREL LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $100,000, Total Project Cost: $184,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 29888, Location: PORTER TWP .2 M N SR 2004 (Lat: 41.141433, Lng: -75.082722), Route carried "on" structure: State highway 402, Year Built: 1932, Year Reconstructed: 1980, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,544 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,113 (year 2032), Design Load: H 20, Features Intersected: PICKEREL LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $100,000, Total Project Cost: $184,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30047, Location: AT SUGAR MT RD INTERSECT (Lat: 41.089950, Lng: -75.038261), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,500 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2033), Design Load: HS 20, Features Intersected: SAW CREEK, Facility Carried by Structure: T301 WINONA FALLS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2019, Other Special Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 30047, Location: AT SUGAR MT RD INTERSECT (Lat: 41.089950, Lng: -75.038261), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,500 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2033), Design Load: HS 20, Features Intersected: SAW CREEK, Facility Carried by Structure: T301 WINONA FALLS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2019, Other Special Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 30049, Location: 150' S OF CREEK RD (Lat: 41.088475, Lng: -75.037958), Route carried "on" structure: City street , Year Built: 1956, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,400 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,800 (year 2033), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: T-301 WINONA FALLS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30049, Location: 150' S OF CREEK RD (Lat: 41.088475, Lng: -75.037958), Route carried "on" structure: City street , Year Built: 1956, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,400 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,800 (year 2033), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: T-301 WINONA FALLS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40566, Location: RESICA FALLS (Lat: 41.110853, Lng: -75.095358), Route carried "on" structure: State highway 402, Year Built: 1999, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,494 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,767 (year 2032), Design Load: HS 25 or greater, Features Intersected: BIG BUSHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.118, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40566, Location: RESICA FALLS (Lat: 41.110853, Lng: -75.095358), Route carried "on" structure: State highway 402, Year Built: 1999, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,494 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,767 (year 2032), Design Load: HS 25 or greater, Features Intersected: BIG BUSHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.118, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46785, Location: 0.1 MI W OF Big Ridge Dr (Lat: 41.074336, Lng: -75.101339), Route carried "on" structure: City street , Year Built: 1992, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2035), Design Load: HS 25 or greater, Features Intersected: Trib. to Highlands Lake, Facility Carried by Structure: Village Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021
Structure Number: 46785, Location: 0.1 MI W OF Big Ridge Dr (Lat: 41.074336, Lng: -75.101339), Route carried "on" structure: City street , Year Built: 1992, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2035), Design Load: HS 25 or greater, Features Intersected: Trib. to Highlands Lake, Facility Carried by Structure: Village Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021
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Structure Number: 4320008P, Location: AT JUNCTION WITH COMMUNIT (Lat: 41.085722, Lng: -75.008000), Route carried "on" structure: Federal lands road 14, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2031), Design Load: H 20, Features Intersected: SAND HILL CREEK, Facility Carried by Structure: U.S. ROUTE 209
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $13,000, Total Project Cost: $195,000 ( Estimate for 2021)
Structure Number: 4320008P, Location: AT JUNCTION WITH COMMUNIT (Lat: 41.085722, Lng: -75.008000), Route carried "on" structure: Federal lands road 14, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2031), Design Load: H 20, Features Intersected: SAND HILL CREEK, Facility Carried by Structure: U.S. ROUTE 209
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $13,000, Total Project Cost: $195,000 ( Estimate for 2021)